Residual stress prediction in submerged arc welded spiral pipes

被引:43
作者
Forouzan, M. R. [1 ]
Nasiri, S. M. Mirfalah [1 ]
Mokhtari, A. [1 ]
Heidari, A. [1 ]
Golestaneh, S. J. [2 ]
机构
[1] Isfahan Univ Technol, Dept Mech Engn, Esfahan 8415683111, Iran
[2] Univ Putra Malaysia, Dept Mech & Mfg Engn, Serdang 43400, Selangor, Malaysia
关键词
TEMPERATURE DISTRIBUTION; NUMERICAL-SIMULATION; CARBON-STEEL; DISTORTION; JOINT;
D O I
10.1016/j.matdes.2011.04.016
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Submerged arc welding (SAW) is generally the preferred method for joining the seam edges of large diameter spiral pipes. The quality control of the welded pipes usually consists of a hydrostatic test in which water is pumped into the pipe. High pressure hydrostatic tests can moderate tensile residual stress caused by the welding process. In this paper, three-dimensional finite element (FE) simulations of double SAW and hydrostatic test processes of spirally welded pipes are carried out in two simulation steps using the ANSYS commercial software. In the first step, i.e., welding, a new method, namely, unfurl-mapping (UM) is introduced to overcome the geometrical difficulties of defining the Goldak double ellipsoidal heat source of the welding process. UM virtually opens the pipe into a flat surface, and therefore, the spiral seam is mapped to a straight line. To discretize the pipe, fine brick elements are utilized for meshing the main computational zone. The rest of the model is meshed by coarse shell elements by applying the multi-point constraint technique. This non-uniform mesh structure reduces the computational requirements significantly and provides the ability to simulate the entire pipe. Therefore, in the second step, the hydrostatic test is easily simulated by defining a ramped internal pressure. The method is validated using hole drilling measurements performed before and after hydrostatic test for this research. It is observed that obtained results from the FE simulations are in good agreement with the experimental measurements. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:384 / 394
页数:11
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